Meghalaya Basin Development Authority Tender

View complete overview of Meghalaya MBDA Tender

Meghalaya Basin Development Authority - MBDA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date12 Oct 2022
Closing Date19 Oct 2022
Tender Amount₹ 69,99,800 
Notes
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Costs

Description

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BOQ Items

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Boulders filling with stones/boulders of 150 - 200 mm size, 60 cm wide behind the abutments, wing walls, retaining walls etc. (supply and carriage of boulders within 200 m is also included) complete as per Technical specifications. (Including loading and unloading, haulage)

154.62

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Providing 12 mm thick cement plastering in cement mortar 1: 3 including cleaning the surface, curing and carriage of all materials within 200 m complete as per Technical Specification. (Including loading and unloading, haulage)

97.92

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(a) Repairing of damaged pavement

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Sub-base/Base 3) WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming stone screenings /binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Including loading and unloading, haulage)

123.02

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Tack Coat Penetration Grade Bitumen (80/100) (i) Providing and applying tack coat with penetration grade bitumen (S-90) using bitumen pressure distributor at the specified rate of 0.50 kg/sqm on the prepared WBM surface not primed, cleaned with hydraulic broom as per Technical Specification Clause 503. (Including loading and unloading, haulage)

1560.96

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20 mm Thick Open-Graded Premix Carpet using Bituminous binder (penetration grade/modified bitumen) Providing laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 (Including loading and unloading, haulage)

1560.96

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Seal Coat Type A Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Manual Means, Without Anti-Stripping Agent. (I) Bitumen 80/100 gradeType C as per Technical Specification Clause 508 (Including loading and unloading, haulage)

1560.96

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(b) Construction of Retaining Wall

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Excavation for structures By Manual Mean. i) Ordinary soil:

50.91

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C. Stone masonry in Cement mortar 1:5 Coursed Rubble Masonary (1st sort) in cement mortar 1:5 (Including loading and unloading, haulage)

94.36

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Boulders filling with stones/boulders of 150 - 200 mm size, 60 cm wide behind the abutments, wing walls, retaining walls etc. (supply and carriage of boulders within 200 m is also included) complete as per Technical pecifications. (Including loading and unloading, haulage)

25.56

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